Renovation of School Building at P U Elementry School in Perumalpuram at Muthalakkampatti Panchayat North facing South Side Building RBMS 2025 2026

Dismantling Mangalore Tiles including removal away from site for vestage materials including all labour charges etc. completed

Dismantling Gronolithick Floor Concrete including removal away from site for vestage materials including all labour charges etc. Completed

Cost and Supply of PUF Roof Panel Sheet of 30mm thick including all Charges

Paving the floor with kota stone slab of size 600 x 600 of 18 / 20mm (un-polished) in all floors laid in of cement mortor 1:3 (one cement three M.Sand), 20mm thick and pointed with colour cement neatly including polishing with polishing stone and oxalic acid etc., so as to perfectly smooth and glossy and including hire charges for polishing machine and power consumption charges etc. The kota stone slabs and other materials to be used shall be got approved by the Executive Engineer concerned before use on work, etc., complete as per standard speicification.

Painting Two coat over old wall surface with approved quality of Oil bound Distember with colourmover one coat of white cement for priming coat for the base including preparation of old colour /white washing surface and all matierla cost labour cost etc. 10m2

Painting Two coat over old wall surface with approved quality plastic emulsion of cement paint with colour over one coat of white cement for priming coat for the base including preparation of old colour/White washing surface and all magterials cost labour cost etc. 10m2

Painting Two coat over Old iron work with synthetic enamal paint of approved quality and colour including preparation surface and all materials cost labour cost etc. 10m2 ( for structural steel work)

Painting Two coat over old wall surface with approved quality of black board painting including preparation of old colour /white washing surface and all matierla cost labour cost etc. 10m2

Contruction of Septic Tank (Sub Estimate) :- Earth work excavation for foundation in all soils and sub-soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, strutting and bailing out water wherever necessary and refilling the sides of foundation with excavated earth in layers of not more than 15 cm thick well rammed and consolidate and depositing the surplus earth in all places shown by the departmental officers with initial lead and lift etc., complying with standard specification asperSS20 B.

Cement Concrete 1:4:8 Using 40 mm HBG metal for basement and flooring layers not more than 15cm thick including cost and conveyance of materials to site and all other labour charges including consolidation as per standard specification.